..:

:

\

. .,..'

....

.....

...

'

.

,

.: '.;':

..

....

.:'" .

"..

.....

,

.-

..; .

PRELIIVilNARY INVESTIGATIONSOFSUBMERGED AREAS

. Deli.very Clrder

NU~ber'

.0;;''1, .... 0

PrOject

(\4~

..IN.ld?£.

~

.,11 '

bate I"

10/0'1 .

.Lob~ti6nIO

Num6er: .

T

~

3 5

. '.

TipeStaff. Readings:

.'. '. Coordinates :

Xu'

d,,,,,-,,-~

""3""'5"_'tf:...2""A.L--___--'_

.

.'

Time .' . Reading

<.' .

Y

r~;)"23

I 9j' ... Morning _"_'--

Water [Jepth

3 . ,-;

'., .' -.

Mid-Day ___

Pipe Length .....

15.'

. .....Evening ___

PLishNo;1 .. ". '.. Time

\'~~':\

.......

..Weight of Pipe Penetration (WOP)

li

Co~ment;;2. 1~?~ &t~".e..·

.,' ..

One~Hand

Push (40-lb) Depth

r;.. 5" '.. ....

Comments.

56ft. ?

L

..

.....

. ...•.

'One~Hand

Push (70-lb) Depth. ",.,. .

Comm~nts,_S",,$=-'

__--,-"____

',. .'. . ,.... .... '. ...... ..S;:!/

4lt<,gs

,"jJ\.J;

,Push No.2, ..

Tini~'\',Y.}

,

..

.,,~

.

'. Weight of Pipe Penetration (WOP) k

Comment._.",,:,SA':7..______-,--"-.

One.Hand Push

(40~lb)

Depth

tf;S

...,

Comments~5~Al-'

-,-_'--__

~_

...."..•. One-Hand Push

(70~lb)

Deptl:1

q:.

"t

.'. Comments,--<2c:.;",'--___--'____

. '. .

'.'

.'

'.: 11'.1

~S.

f.

...If

II

5A

G:y:-e..

. .' ..'

T.w~~H~and

PUJhtCl

Refu~al

-Depth

tI.C'. .

Comments,_'

-------'.--:-~

_____

:..115

b.

Ct

1k<-q

.' '. ".

....

. Hand Proving Ring

~enetrometerTest?y<V

........

.

". HandVane

Shea~

Test? ... '

.

'.

rechnici~n(ProbeHah(jler) r'\~k

A, .' .

Recorder .

b'a12-j.

L>'

.

~

..

.....

---

'. : ,': .

.......

HAND CONE PENETRATIONTEST(CPT)

'.. .

.'

'-:.

Del~verYorder N~mber~~4

. •. .... .''.' Datelt/'oJoq

'. ProJect..

{\'k,\'\<6

b"WI,&

Rdu,tJ

L~catiQn

ID

Number

"<1'-35

.. Weight

of

Proving Ring,___

. -" ..

Time. ;};'

.<:>\

'.' WeightofRodSeCtion_'-'--'. / .

.. Weight of Rod Penetratiori,_'_.

_l/:...:,_h...;.'_.-'--___

.Number of Rods' .y .• '

..•..Comments,_._:._-'---'--__-'----'--'--__----'-_--'-___

-'-,...-,-"---:-_~~.

'

...

Comrrleiit

End' biai,No. . Comment

Depth"

. Rods

'---.

--

.--.

--~~";,,;,,,""':;"'.,

.--. -.- -.-

--:---,--~--

'-'

-'-

~

------'-'---,-'....

'

"--

--

-----~--~-

..' :

....

: .--'.

-.-----~--~--

-'--."-'_._.

~---:-----,-

._'-:.

--

..

_-

-'----'-'-----,-

-.- '.-.-- -'-

----'--~-

...--. -,- --.-.

---''--~-,--'--'

. ,

. '..

....0---. . ___

----~---~--

---._-'---'---...:....-;..

: ..

-,-.-'-'-

. --'

--

--- '-----,------'---

-'-' ---'------,-,-

.

--

'---

.-_

..

,......-,,...-------,-

-'

.-'--

--

••

-----'----'"-

'

..

-'

-

---

-- ----------

. --'.

.-_._.

---

--,~~--~

'---

-.------~----

--'--'---,.----

--'-'--'---~-

'---";

.

,

. --,.- '--

. ' ..

---

----"---

'

,.

~

--.'--'

.

..

, --'---'-----

'.--.--

--,---'-----

'

.. '-'--..--' --'

'.

-----

-- --

--------;,-:--

' .. ' .

.~

.-- -_.

------

.'- .----

'-~---'---

- '-- --

. --' ----. 7".'-'------'

-

.-,..,-

-.--

-- -- ..,......,--'--------'-

.... Comments ._____-'___

~

_ __'_'_____

~

____'_'__'

'A7~

,

.

---

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..

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.

.,"'="'-"'-"""'''' "''''''''"_'''''''''''-=''''';~»-~'''''=>-'

.

2.5

2.0

1.5

1.0

0.5

.-. 0.0

£.

I-

-0.5

:E

..J

-1.0

.-

c

-15

c

.

g

-2.0

IU

>

.!!! -2.5

W

-3.0

-3.5

-4.0

-4.5

-5.0

-5.5

-

-

---

--

-

--

--

-

-

I--

10-

-

-

......

-

... -

.

++

+

+

Depth Vs. Shear Strength

I

+J351

ate Ti

el

--

-

~P

~r!?xLn

~e

!-E!.

-

-

!- -

...

~

[llox.!!l;

~te.§:

!y

B.2!J

!)m_

-

-

- -- --------

-

----

.

....;..

- - -

- - -

-- -- ---

------

o

100

200

300

400

500

600

700

800

900 1000 1100 120013001400 1500 1600 1700 1800 1900 2000

Shear Strength (psf)

'"

00

.t:£).

---

Hand Cone Penetrometer Test and Analysis:

RTB

12107104

Project:

Location:

Delivery Order #:

Date

of Testing:

HCPT .- Bay Bottom

ID

(MLT in It)

J35

-1.4

-1.4

-1.4

-1.4

-1.4

-1.4

-1.4

-1.4

-1.4

Aransas National Wildlife Ref. -

BUS Site

"J"

Dunham Bay located outside of Rockport, TX

0024

11/10104-11/11/04

Water

#of

Rod

Thickness

Total Unit WI.

Depth (It)

Rods

End-depth (ft)

Soil Layer (It)

of Soil (pcf)

3.5

.4

4.6

1.1

90

3.5

4

4.9

1.4

105

3.5

4

5.0

0.1

105

3.5

4

6.0

1.0

110

3.5

4

6.3

0.3

105

3.5

4

6.6

0.3

105

3.5

4

6.9

0.3 .

110

3.5

4

7.0

0.1

110

3.5

4

7.1

0.1

110

- --- -- -------

Nk

factor

9

12

12

13

12

12

13

13

13

Probing Results

Resistance

Depth'

Weight of Pipe

4.4

1

HP (40Ibs)

6.5

1

HP (70Ibs)

6.6

2 Hand Refusal

7.7

Total

Dial

Dial Conv.

Stress (psf) Reading

X(lb)

.99.0

0

0.7

246.0

62

20.2